3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load

A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. Th...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Ai, Zhi Yong [verfasserIn] Xu, Chang Jie Zhao, Yong Zhi Liu, Chun Lin Ren, Guang Peng

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	Moving load Pavement plate Multilayered foundation Transversely isotropy Dynamic response

Übergeordnetes Werk:	Enthalten in: Soil dynamics and earthquake engineering - Amsterdam [u.a.] : Elsevier Science, 2011, 132
Übergeordnetes Werk:	volume:132

DOI / URN:	10.1016/j.soildyn.2020.106077

Katalog-ID:	ELV003812065

Internformat


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520			\|a A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates.
650		4	\|a Moving load
650		4	\|a Pavement plate
650		4	\|a Multilayered foundation
650		4	\|a Transversely isotropy
650		4	\|a Dynamic response
700	1		\|a Xu, Chang Jie \|4 oth
700	1		\|a Zhao, Yong Zhi \|4 oth
700	1		\|a Liu, Chun Lin \|4 oth
700	1		\|a Ren, Guang Peng \|4 oth
773	0	8	\|i Enthalten in \|t Soil dynamics and earthquake engineering \|d Amsterdam [u.a.] : Elsevier Science, 2011 \|g 132 \|w (DE-627)308449487 \|w (DE-600)1502466-0 \|7 nnns
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publishDate	2020
allfields	10.1016/j.soildyn.2020.106077 doi (DE-627)ELV003812065 (ELSEVIER)S0267-7261(19)30955-8 DE-627 ger DE-627 rda eng 510 620 550 DE-600 31 38 550 560 sdnb 56.11 bkl 56.20 bkl Ai, Zhi Yong verfasserin aut 3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates. Moving load Pavement plate Multilayered foundation Transversely isotropy Dynamic response Xu, Chang Jie oth Zhao, Yong Zhi oth Liu, Chun Lin oth Ren, Guang Peng oth Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 132 (DE-627)308449487 (DE-600)1502466-0 nnns volume:132 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.11 56.20 AR 132
spelling	10.1016/j.soildyn.2020.106077 doi (DE-627)ELV003812065 (ELSEVIER)S0267-7261(19)30955-8 DE-627 ger DE-627 rda eng 510 620 550 DE-600 31 38 550 560 sdnb 56.11 bkl 56.20 bkl Ai, Zhi Yong verfasserin aut 3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates. Moving load Pavement plate Multilayered foundation Transversely isotropy Dynamic response Xu, Chang Jie oth Zhao, Yong Zhi oth Liu, Chun Lin oth Ren, Guang Peng oth Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 132 (DE-627)308449487 (DE-600)1502466-0 nnns volume:132 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.11 56.20 AR 132
allfields_unstemmed	10.1016/j.soildyn.2020.106077 doi (DE-627)ELV003812065 (ELSEVIER)S0267-7261(19)30955-8 DE-627 ger DE-627 rda eng 510 620 550 DE-600 31 38 550 560 sdnb 56.11 bkl 56.20 bkl Ai, Zhi Yong verfasserin aut 3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates. Moving load Pavement plate Multilayered foundation Transversely isotropy Dynamic response Xu, Chang Jie oth Zhao, Yong Zhi oth Liu, Chun Lin oth Ren, Guang Peng oth Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 132 (DE-627)308449487 (DE-600)1502466-0 nnns volume:132 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.11 56.20 AR 132
allfieldsGer	10.1016/j.soildyn.2020.106077 doi (DE-627)ELV003812065 (ELSEVIER)S0267-7261(19)30955-8 DE-627 ger DE-627 rda eng 510 620 550 DE-600 31 38 550 560 sdnb 56.11 bkl 56.20 bkl Ai, Zhi Yong verfasserin aut 3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates. Moving load Pavement plate Multilayered foundation Transversely isotropy Dynamic response Xu, Chang Jie oth Zhao, Yong Zhi oth Liu, Chun Lin oth Ren, Guang Peng oth Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 132 (DE-627)308449487 (DE-600)1502466-0 nnns volume:132 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.11 56.20 AR 132
allfieldsSound	10.1016/j.soildyn.2020.106077 doi (DE-627)ELV003812065 (ELSEVIER)S0267-7261(19)30955-8 DE-627 ger DE-627 rda eng 510 620 550 DE-600 31 38 550 560 sdnb 56.11 bkl 56.20 bkl Ai, Zhi Yong verfasserin aut 3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates. Moving load Pavement plate Multilayered foundation Transversely isotropy Dynamic response Xu, Chang Jie oth Zhao, Yong Zhi oth Liu, Chun Lin oth Ren, Guang Peng oth Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 132 (DE-627)308449487 (DE-600)1502466-0 nnns volume:132 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.11 56.20 AR 132
language	English
source	Enthalten in Soil dynamics and earthquake engineering 132 volume:132
sourceStr	Enthalten in Soil dynamics and earthquake engineering 132 volume:132
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Moving load Pavement plate Multilayered foundation Transversely isotropy Dynamic response
dewey-raw	510
isfreeaccess_bool	false
container_title	Soil dynamics and earthquake engineering
authorswithroles_txt_mv	Ai, Zhi Yong @@aut@@ Xu, Chang Jie @@oth@@ Zhao, Yong Zhi @@oth@@ Liu, Chun Lin @@oth@@ Ren, Guang Peng @@oth@@
publishDateDaySort_date	2020-01-01T00:00:00Z
hierarchy_top_id	308449487
dewey-sort	3510
id	ELV003812065
language_de	englisch
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author	Ai, Zhi Yong
spellingShingle	Ai, Zhi Yong ddc 510 sdnb 31 bkl 56.11 bkl 56.20 misc Moving load misc Pavement plate misc Multilayered foundation misc Transversely isotropy misc Dynamic response 3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load
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topic_title	510 620 550 DE-600 31 38 550 560 sdnb 56.11 bkl 56.20 bkl 3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load Moving load Pavement plate Multilayered foundation Transversely isotropy Dynamic response
topic	ddc 510 sdnb 31 bkl 56.11 bkl 56.20 misc Moving load misc Pavement plate misc Multilayered foundation misc Transversely isotropy misc Dynamic response
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title	3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load
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title_full	3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load
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title_sort	3d dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load
title_auth	3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load
abstract	A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates.
abstractGer	A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates.
abstract_unstemmed	A method is proposed for the 3D dynamic analysis of a pavement plate resting on transversely isotropic multilayered foundation due to a moving load. The composite laminated plate theory and the analytical layer-element method are utilized to solve the dynamic plate-foundation interaction problem. The governing equations of motion of the pavement plate in the moving system are derived with a combination of the thin plate theory and laminated plate theory, while the solutions for the transversely isotropic multilayered foundation under dynamic loadings are achieved with the use of the analytical layer-element method. Then, based on the continuity conditions at the plate-foundation interface, the dynamic behavior of the pavement plate undergoing a moving load is achieved. Finally, several examples are given to confirm the accuracy of the proposed method and to illustrate the influences of the location of rebar, the velocity of moving load, the reinforcement ratio and the elastic modulus of concrete on the dynamic behavior of pavement plates.
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title_short	3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load
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author2	Xu, Chang Jie Zhao, Yong Zhi Liu, Chun Lin Ren, Guang Peng
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3D dynamic analysis of a pavement plate resting on a transversely isotropic multilayered foundation due to a moving load

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